Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2021_PS-2102001 thru PS-2102500_ - PS-2102021

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CD C D 0 0 0 _ 0 E Go r AC 0 AD — AREA DRAIN ADA W ASB 00 BC _ F 0 A n BLDG — BUILDING BOD U BOL — BOLLARD BOS Q BOW — FG @ BOTTOM OF WALL BVC — BEGIN VERTICAL CURVE BW a) to C _ C&G 0 C D 0 0 0 _ 0 E Go 0 AC 0 AD — AREA DRAIN ADA W ASB _ BC 0 F o BLDC n BLDG — BUILDING BOD U BOL — BOLLARD BOS L BOW — FG @ BOTTOM OF WALL BVC — BEGIN VERTICAL CURVE BW a) to C _ C&G 0 CB — CATCH BASIN CBOC _ CI `6 B m CL _ CLC 0 C D 0 0 0 _ 0 E Go 0 1 2 - 5 6 7 8 9 LEGEND EXISTING PROPOSED SAWCUT AND CONFORM LINE — — — — — — — — RETAINING WALL CONC. VALLEY GUTTER 6" CURB & GUTTER EDGE OF A.C. PAVEMENT EPS 6" VERTICAL CURB CENTER LINE — SANITARY SEWER MAIN 8" ss 8 ss STORM DRAIN MAIN 12" sp 15 SD PERFORATED PIPE 6" SD • WATER MAIN W 6"w FIRE WATER MAIN SFW 400 FW DOMESTIC WATER MAIN 60DW4 DW — CHILLED WATER MAIN s—CHW 4 CHw IRRIGATION LINE IRR 4 /RR HIGH PRESSURE FIRE WATER MAIN 4' FWHP HIGH PRESSURE DOMESTIC WATER MAIN 4 DWHP TRENCH DRAIN CONDENSATE RETURN CR METAL BEAM GUARD RAIL 1:1-0 SILT FENCE —0-0 FLOW LINE CHAIN LINK FENCE —X—X x x " GAS MAIN G 2 G DUCT BANK E E OVERHEAD ELECTRIC LINE OP UNDERGROUND ELECTRIC LINE —UG E UGE STREET LIGHT CONDUIT —L —90 —89.5— CONTOUR ELEVATION LINE 85 89 FG 95.94 SPOT ELEVATION x 9594 �— DIRECTION OF SLOPE 21 1i GAS METER ■ GM GAS VALVE 10 ii PRESSURE REGULATOR 0 WATER METER ® ■ WM WATER VALVE r4 ow Q FIRE HYDRANT J;C — 1 CK104 FIRE SERVICE BACK FLOW PREVENTOR DQQA� CK�04 RPPA 3 WATER SERVICE BACK FLOW PREVENTOR 0 CK 104 POST INDICATOR VALVE P� CK503 FIRE DEPARTMENT CONNECTION 090 6 CK103 WATER LINE TEE + ELECTRIC AND SIGNAL AIR RELEASE VALVE ■ ARV SIGN ACCESSIBLE RAMP CONCRETE THRUST BLOCK —1 REDUCER I• SANITARY SEWER MANHOLE G O 3 CK103 SANITARY SEWER CLEANOUT SWO 0 4 CK103 STORM DRAIN MANHOLE 00 0 3 CK103 STORM DRAIN AREA DRAIN 1 STORM DRAIN CATCH BASIN 5 L3 C8 CK 104 STORM DRAIN CURB INLET ■ 14 a CK100 STORM DRAIN CLEANOUT SQW 0 CK403 HEADWALL 3 CK105 COMMUNICA1ION MANHOLE O ELECTRICAL MANHOLE 0 EMERGENCY POWER MANHOLE EP ELECTRICAL TRANSFORMER ED E LECTR 0 LI E Rik JOINT POLE 4 OVERLAND RELEASE => CONSTRUCTION DETAIL REFERENCE 3 DETAIL REFERENCE CK 1 00 SHEET REFERENCE 0SOLICITATION SET 15 OCT 2021 O NI REVISIONS DATE WW1:: I ah F, LVI I* -►WO � AB 0 AC 0 AD — AREA DRAIN ADA W ASB _ BC 0 F — BACK FLOW PREVENTOR BLDC n BLDG — BUILDING BOD — BOTTOM OF DOCK BOL — BOLLARD BOS L BOW — FG @ BOTTOM OF WALL BVC — BEGIN VERTICAL CURVE BW — BACK OF WALK C — CONCRETE OR CIVIL C&G Cr CB — CATCH BASIN CBOC _ CI 0 0 1 2 - 5 6 7 8 9 LEGEND EXISTING PROPOSED SAWCUT AND CONFORM LINE — — — — — — — — RETAINING WALL CONC. VALLEY GUTTER 6" CURB & GUTTER EDGE OF A.C. PAVEMENT EPS 6" VERTICAL CURB CENTER LINE — SANITARY SEWER MAIN 8" ss 8 ss STORM DRAIN MAIN 12" sp 15 SD PERFORATED PIPE 6" SD • WATER MAIN W 6"w FIRE WATER MAIN SFW 400 FW DOMESTIC WATER MAIN 60DW4 DW — CHILLED WATER MAIN s—CHW 4 CHw IRRIGATION LINE IRR 4 /RR HIGH PRESSURE FIRE WATER MAIN 4' FWHP HIGH PRESSURE DOMESTIC WATER MAIN 4 DWHP TRENCH DRAIN CONDENSATE RETURN CR METAL BEAM GUARD RAIL 1:1-0 SILT FENCE —0-0 FLOW LINE CHAIN LINK FENCE —X—X x x " GAS MAIN G 2 G DUCT BANK E E OVERHEAD ELECTRIC LINE OP UNDERGROUND ELECTRIC LINE —UG E UGE STREET LIGHT CONDUIT —L —90 —89.5— CONTOUR ELEVATION LINE 85 89 FG 95.94 SPOT ELEVATION x 9594 �— DIRECTION OF SLOPE 21 1i GAS METER ■ GM GAS VALVE 10 ii PRESSURE REGULATOR 0 WATER METER ® ■ WM WATER VALVE r4 ow Q FIRE HYDRANT J;C — 1 CK104 FIRE SERVICE BACK FLOW PREVENTOR DQQA� CK�04 RPPA 3 WATER SERVICE BACK FLOW PREVENTOR 0 CK 104 POST INDICATOR VALVE P� CK503 FIRE DEPARTMENT CONNECTION 090 6 CK103 WATER LINE TEE + ELECTRIC AND SIGNAL AIR RELEASE VALVE ■ ARV SIGN ACCESSIBLE RAMP CONCRETE THRUST BLOCK —1 REDUCER I• SANITARY SEWER MANHOLE G O 3 CK103 SANITARY SEWER CLEANOUT SWO 0 4 CK103 STORM DRAIN MANHOLE 00 0 3 CK103 STORM DRAIN AREA DRAIN 1 STORM DRAIN CATCH BASIN 5 L3 C8 CK 104 STORM DRAIN CURB INLET ■ 14 a CK100 STORM DRAIN CLEANOUT SQW 0 CK403 HEADWALL 3 CK105 COMMUNICA1ION MANHOLE O ELECTRICAL MANHOLE 0 EMERGENCY POWER MANHOLE EP ELECTRICAL TRANSFORMER ED E LECTR 0 LI E Rik JOINT POLE 4 OVERLAND RELEASE => CONSTRUCTION DETAIL REFERENCE 3 DETAIL REFERENCE CK 1 00 SHEET REFERENCE 0SOLICITATION SET 15 OCT 2021 O NI REVISIONS DATE WW1:: I ah F, LVI I* -►WO � AB — AGGREGATE BASE AC — ASPHALT CONCRETE AD — AREA DRAIN ADA — AMERICANS WITH DISABILITIES ACT ASB — AGGREGATE SUBBASE BC — BEGINNING OF CURVE BFP — BACK FLOW PREVENTOR BLDC — BUILDING CORNER BLDG — BUILDING BOD — BOTTOM OF DOCK BOL — BOLLARD BOS — BOTTOM OF STEP BOW — FG @ BOTTOM OF WALL BVC — BEGIN VERTICAL CURVE BW — BACK OF WALK C — CONCRETE OR CIVIL C&G — CURB AND GUTTER CB — CATCH BASIN CBOC — COMMUNITY BASED OUTPATIENT CLINIC CI — CURB INLET CIP — CAST IRON PIPE CL — CENTER LINE OR CLASS CLC — COMMUNITY LIVING CENTER CMP — CORRUGATED METAL PIPE CO — CLEANOUT COMB. — COMBINATION CONC — CONCRETE CONST — CONSTRUCTION OR CONSTRUCT CY — CUBIC YARD DCDA — DOUBLE CHECK DETECTOR ASSEMBLY DI — DROP INLET DIP — DUCTILE IRON PIPE DOM — DOMESTIC DW — DOMESTIC WATER DWG — DRAWING E — EAST EC — END OF CURVE EP — EDGE OF PAVEMENT/ EMERGENCY POWER ER — END OF RETURN EVC — END VERTICAL CURVE ELEV — ELEVATION EX. — EXISTING FC — FACE OF CURB FDC — FIRE DEPARTMENT CONNECTION FF — FINISHED FLOOR FG — FINISHED GRADE FH — FIRE HYDRANT FL — FLOW LINE FOUND — FOUNDATION FS — FINISHED SURFACE FT — FOOT FW — FIRE WATER G — GROUND ELEVATION GB — GRADE BREAK GV — GATE VALVE HCR — ACCESSIBLE RAMP HP — HIGH POINT INV — INVERT ELEVATION JP — JOINT POLE JT — JOINT TRENCH LIP — LIP OF GUTTER LP — LOW POINT LSA — LANDSCAPE ARCHITECT MAX — MAXIMUM MEP — MECHANICAL/ELECTRICAL/PLUMBING MH — MANHOLE MIN — MINIMUM MPVC — MIDPOINT OF VERTICAL CURVE MON — MONUMENT N — NORTH NO — NUMBER NTS — NOT TO SCALE P — PAVEMENT ELEVATION / NORMAL POWER PCC — PORTLAND CEMENT CONCRETE / POINT OF CONTINUOUS CURVATURE PIV — POST INDICATOR VALVE PL — PROPERTY LINE PMH — POWER MANHOLE POC — POINT ON CURVE PP — POWER POLE PRC — POINT OF REVERSE CURVATURE PVC — POLYVINYL CHLORIDE PIPE R — RADIUS RC — RELATIVE COMPACTION RCP — REINFORCED CONCRETE PIPE RPPA — REDUCED PRESSURE PRINCIPLE ASSEMBLY R/W — RIGHT OF WAY S — SLOPE OR SOUTH S.A.D. — SEE ARCHITECTURAL DRAWINGS SB — SEDIMENT BASIN SD — STORM DRAIN S.E.D. — SEE ELECTRICAL DRAWINGS SF — SILT FENCE SG — SUBGRADE S.L.D. — SEE LANDSCAPE DRAWINGS S.M.D. — SEE MECHANICAL DRAWINGS SMH — SIGNAL MANHOLE TS — TOP OF SLAB LFL — LEFT FLOW LINE RFL — RIGHT FLOW LINE Know what's below. 0111 before you dig. S.P.D. — SEE PLUMBING DRAWINGS SS — SANITARY SEWER STA — STATION STD — STANDARD S/W — SIDEWALK T — TELECOM TC — TOP OF CURB TD — TRENCH DRAIN TOD — TOP OF DOCK TOE — TOE OF SLOPE TOS — TOP OF STAIR TOW — FG @ TOP OF WALL TS — TOP OF SLAB TYP — TYPICAL UON — UNLESS OTHERWISE NOTED U/G — UNDERGROUND VC — VERTICAL CURVE WM — WATER METER WV — WATER VALVE W — WEST WWF — WELDED WIRE FABRIC W/ — WITH SOILS REPORT PROJECT SHALL BE PERFORMED IN CONFORMANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT PERFORMED BY ALLEGIANCE GROUP, LLC. FINAL REPORT IS DATED DECEMBER 11TH, 2015. SURVEY UTILITY NOTE THE TYPES, LOCATIONS, SIZES AND /f. -JR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS TOPOGRAPHIC SURVEY ARE APPROXIMATE AND WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. HOWEVER, THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THIS SURVEY. CONSULTANTS: CONSULTANT: ARCHITECTS/ENGINEERS: ARCHITECTURE/ MECHANICALIELECTRICAL/ CIVIL t SURVEYOR: FIRE PROTECTION: DATE 10/14 2021 INTERIOR DESIGN/ PLUMBING: SECURITY/SIGNAGE/ Sands Jenson Hughes Inc. Q�pF ESSlpN� COMMUNICATIONS/ Gayner Engineers 636 9th Street 2950 Buskirk Avenue, Ste. 225 MEDICAL EQUIPMENTIMASTER PLAN 1133 Post Street Oakland, CA 94607 Walnut Creek, CA 94597• BUILD ON. LANDSCAPE/ San Francisco,CA 94109 C-, v ENVIRONMENTAL SANDISMEi LJ No. 70870 r F)l ASSESSMENT: STRUCTURAL: GEOTECHNICAL COST ESTIMATING: • Exp. 6!34123 A N D I Degenkolb Engineers Allegiance Group AECOM �'4 ClV11- �Q HDR Architecture, Inc. 375 Beale Street, Suite 500 4321 SW Corbett #200 300 California Street, Suite 400 I CAL 201 California Street, Suite 1500 San Francisco,CA 94105 Portland, OR 97239 San Francisco, CA 94104 R.C.E. N0. 70870, EXPIRES - 0-23 San Francisco, CA 94111 2 3 4 5 6 LOCATION MAP VICINITY MAP N.T.S. N.T.S. SHEET INDEX CS100 CIVIL LEGEND, NOTES, AND ABBREVIATIONS CS101 CIVIL NOTES C1100 OVERALL SITE PLAN C1101 NORTH ENTRY SITE IMPROVEMENTS PLAN C1102 EAST ENTRY SITE IMPROVEMENTS PLAN CK100 CONSTRUCTION DETAILS Drawing Title Project Title CIVIL LEGEND, NOTES, VA Livermore Realignment and AND ABBREVIATIONS Closure - Manthey Rd. Offsite and Onsite Revisions 7 ition Stockton (French Camp) San Joaquin County, CA Dale Checked by Drawn 15 OCT 2021 MAK SEC 8 Station Number Project Number 640 640.423 Office of Butlding Number Construction and Facilities Drawing number CS1oo 9 Management B C D E F